MMGSY/Suvidhapath

Name Of Work :- Construction of CC Pavement at Borsad Taluka Dist.:- Anand Under Suvidhapath (Normal) Pkg. No.

AND/SUVIDHAPATH/2025-26/04

Taluka :Borsad District : Anand

1 Construction of CC Pavement on Alarsa To Khadiyapura Vistar Road (VR) Km. 0/000 to 0/320 Ta.:- Borsad Dist.:- Anand

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 1760.00 Sq.mt 41.61

including stacking useful materials on road side and disposing off remaining

2 Providing laying and spreading mix material gradation equivalent to GSB grade 293.00 Cum 1713.90

II ,MCBT Metal 20-40 mm with Fine aggregate material in required proportion

so as to have, mixing in place with rotavator and grading with mortar grader at

OMC and compacted with vibratory roller 80 to 100 KN static weight to achieve

desired density etc. complete

3 Earthwork for embankment including breaking clods, dressing with all lead and 1631.00 Cum 171.36

lift (including watering and consolidation) (C) From Borrowarea within all lead

4 Dry Lean Cement Concrete Sub- base:- Construction of dry lean cement 140.00 Cum 3114.84

concrete Sub- base over a prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to

be as per table 600-1, cement content not to be less than 220 kg/ cum, optimum

moisture content to be determined during trial length construction, concrete

strength not to be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, laid with a fixed form paver or conventional method,

compacting with 8-10 tonnes vibratory roller, finishing and curing etc. cpmplete.

5 Providing & Casting in situ ordinary cement concrete M-200 mix with Trimix 352.00 Cum 5870.12

C.C Road with TMT Bar FE 500D reinforcement laid as directed including

temping, vibrating, finishing, curing and filling in joints with bitumen etc as per

Engineer Incharge.

6 Providing & fixing logo board of Suvidhapath as per standard design of 1.00 No. 4198.57

National Rural Road Development Agency diamond size 600 x 600 mm

1.50mm thick plate & board size 900 x 250mm , 1.50mm thick M.S. plate and

2.40 meter deep length single angle 75 x 75 x 6 mm size incl. fitting & painting

lettering with luminous colour as per drawing including fixing in C.C. 1:3:6 etc.

7 Excavation for foundation upto 1.5m depth including sorting out and stacking 527.00 Cum 253.89

of useful materials and disposing off the excavated stuff upto 50 Meter lead.

(B)Dense or Hard soil

8 Providing and filling in foundation with ordinary Cement concrete M-100 mix 51.00 Cum 3345.59

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

9 Providing & casting in situ ordinary cement concrete M-200 mix and providing 326.00 Cum 4292.50

necessary pin headers including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(A) Height from 0.0 M. to 5.0 M.

10 Supplying and fixing reinforced concrete heavy dutynon-pressure pipes with 15.00 Rmt 1053.39

collars for culverts includingsetting and joining the pipes in C.M. 1:2 watering

andlaying (To level of slops of I.S. 458 / 1971 Class NP4 offollowing internal

diameter. (i) 300 mm dia.

11 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 19226.00 Kgs. 77.29

binding and placing in position complete upto floor two level

02. Sch B_Suvidhapath_Borsad_Pkg_4 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

12 Providing & laying weep hole in Abutments, and returns by using A.C. pipe of 340.00 Each 48.11

100mm including laying in proper grede and jointing the completed as per

detailed specification.

13 Providing and laying - Fitter Media 300mm thick directed at the back of 272.00 Sq.mt 620.14

abutments, returns and wing walls as per detailed specifications

14 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 388.00 Sq.mt 706.93

block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 :

including 35 mm Sand layer for levelling and filling the joint with sand in proper

line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

15 Providing HP Laser Jet Pro MFP 4104fdw Printer A4 Black and White Laser jet 1.00 Nos. 55000.00

Printers, Perfect for Business Print, copy, scan, fax Prints up to 42/40 ppm

(LTR/A4) Apple AirPrint™, Ethernet, Mopria™ ,USB ,Wi-Fi® ,Bluetooth

Touchscreen,Automatic Duplex Printing/Two-sided printing.

Rupees Seventy Lakh(s) Eighty One Thousand Three Hundred Forty Two And Paise Eighty Two Only

I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below)

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...

Deduct……% below Rs: …………………………. Add……% above Rs: ………………………….…

(Please strike out which ever is not applicable.)

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra

payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Sr.Divisional Account Officer Dy.Executive Engineer

Panchayat (R & B) Division Panchyat (R & B) Sub Division

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

02. Sch B_Suvidhapath_Borsad_Pkg_4 Page